2005-2006 Southwest Florida Water Management District (SWFWMD) Lidar: Polk County (Including Hampton, Judy, Lake Wales, Peace River (North), and Polk District Remainder Tracts)
Data Set (DS) | OCM Partners (OCMP)GUID: gov.noaa.nmfs.inport:50027 | Updated: August 9, 2022 | Published / External
Keywords
Theme Keywords
| Thesaurus | Keyword |
|---|---|
| ISO 19115 Topic Category |
elevation
|
| UNCONTROLLED | |
| None | Surface |
| None | Terrain |
Physical Location
| Organization: | Office for Coastal Management |
|---|---|
| City: | Charleston |
| State/Province: | SC |
Data Set Information
| Data Set Scope Code: | Data Set |
|---|---|
| Maintenance Frequency: | As Needed |
| Distribution Liability: |
Any conclusions drawn for the analysis of this information are not the responsibility of the Office for Coastal Management or its partners. |
Support Roles
Data Steward
| Date Effective From: | 2017-03-20 |
|---|---|
| Date Effective To: | |
| Contact (Organization): | NOAA Office for Coastal Management (NOAA/OCM) |
| Address: |
2234 South Hobson Ave Charleston, SC 29405-2413 |
| Email Address: | coastal.info@noaa.gov |
| Phone: | (843) 740-1202 |
| URL: | https://coast.noaa.gov |
Distributor
| Date Effective From: | 2017-03-20 |
|---|---|
| Date Effective To: | |
| Contact (Organization): | NOAA Office for Coastal Management (NOAA/OCM) |
| Address: |
2234 South Hobson Ave Charleston, SC 29405-2413 |
| Email Address: | coastal.info@noaa.gov |
| Phone: | (843) 740-1202 |
| URL: | https://coast.noaa.gov |
Metadata Contact
| Date Effective From: | 2017-03-20 |
|---|---|
| Date Effective To: | |
| Contact (Organization): | NOAA Office for Coastal Management (NOAA/OCM) |
| Address: |
2234 South Hobson Ave Charleston, SC 29405-2413 |
| Email Address: | coastal.info@noaa.gov |
| Phone: | (843) 740-1202 |
| URL: | https://coast.noaa.gov |
Point of Contact
| Date Effective From: | 2017-03-20 |
|---|---|
| Date Effective To: | |
| Contact (Organization): | NOAA Office for Coastal Management (NOAA/OCM) |
| Address: |
2234 South Hobson Ave Charleston, SC 29405-2413 |
| Email Address: | coastal.info@noaa.gov |
| Phone: | (843) 740-1202 |
| URL: | https://coast.noaa.gov |
Extents
| Currentness Reference: | Publication Date |
|---|
Extent Group 1
Extent Group 1 / Geographic Area 1
| W° Bound: | -82.081057 | |
|---|---|---|
| E° Bound: | -81.364396 | |
| N° Bound: | 28.357807 | |
| S° Bound: | 27.629413 |
Extent Group 1 / Time Frame 1
| Time Frame Type: | Range |
|---|---|
| Start: | 2005-01-27 |
| End: | 2006-02-27 |
Spatial Information
Spatial Representation
Representations Used
| Vector: | Yes |
|---|
Access Information
| Security Class: | Unclassified |
|---|---|
| Data Access Procedure: |
This data can be obtained on-line at the following URL: https://coast.noaa.gov/dataviewer; |
| Data Access Constraints: |
None |
| Data Use Constraints: |
Users should be aware that temporal changes may have occurred since this data set was collected and some parts of this data may no longer represent actual surface conditions. Users should not use this data for critical applications without a full awareness of its limitations. |
Distribution Information
Distribution 1
| Download URL: | https://coast.noaa.gov/dataviewer/#/lidar/search/where:ID=71 |
|---|---|
| Distributor: | |
| File Name: | Customized Download |
| Description: |
Create custom data files by choosing data area, product type, map projection, file format, datum, etc. |
Distribution 2
| Download URL: | https://noaa-nos-coastal-lidar-pds.s3.amazonaws.com/laz/geoid18/71/index.html |
|---|---|
| Distributor: | |
| File Name: | Bulk Download |
| Description: |
Simple download of data files. |
URLs
URL 1
| URL: | https://coast.noaa.gov/dataviewer |
|---|---|
| URL Type: |
Online Resource
|
URL 2
| URL: | https://coast.noaa.gov |
|---|---|
| URL Type: |
Online Resource
|
Activity Log
Activity Log 1
| Activity Date/Time: | 2017-03-20 |
|---|---|
| Description: |
Date that the source FGDC record was last modified. |
Activity Log 2
| Activity Date/Time: | 2017-11-14 |
|---|---|
| Description: |
Converted from FGDC Content Standards for Digital Geospatial Metadata (version FGDC-STD-001-1998) using 'fgdc_to_inport_xml.pl' script. Contact Tyler Christensen (NOS) for details. |
Activity Log 3
| Activity Date/Time: | 2018-02-08 |
|---|---|
| Description: |
Partial upload of Positional Accuracy fields only. |
Activity Log 4
| Activity Date/Time: | 2018-03-13 |
|---|---|
| Description: |
Partial upload to move data access links to Distribution Info. |
Data Quality
| Horizontal Positional Accuracy: |
HAMPTON TRACT, JUDY TRACT, LAKE WALES, PEACE RIVER (NORTH) The intended horizontal accuracy is consistent with features on digital orthophotographs that meet National Map Accuracy Standards at a scale of 1:1200. Compiled to meet 1.1 m (3.6-feet) horizontal accuracy at the 95% confidence level, not tested. POLK COUNTY REMAINDER Horizontal accuracy shall be tested to meet or exceed a 1.37 m (4.5 foot) horizontal accuracy at 95 percent confidence level using RMSE(r) x 1.7308 as defined by the National Standard for Spatial Data Accuracy (NSSDA). |
|---|---|
| Vertical Positional Accuracy: |
JUDY TRACT, HAMPTON TRACT, LAKE WALES, PEACE RIVER (NORTH) The intended vertical accuracy of this project is 17.98 cm (0.59-feet) at the 95% confidence level. RMSE = 9.14 cm (0.3 feet) for unobscured ground points, not tested. POLK DISTRICT REMAINDER Vertical accuracy shall be tested to meet or exceed an 18.29 cm (0.6 foot) vertical accuracy at 95 percent confidence level using RMSE(r) x 1.9600 as defined by the National Standard for Spatial Data Accuracy (NSSDA). RMSE = 13.72 cm (0.45 feet) for unobscured ground points, not tested. |
| Completeness Measure: |
Cloud Cover: 0 |
| Completeness Report: |
All elevation measurements within the bounding coordinates of this XML were used to derive this dataset. |
| Conceptual Consistency: |
The LiDAR DTM was developed in accordance with the 2006 SWFWMD LiDAR specifications. |
Lineage
Sources
Hampton Tract, Judy Tract, Lake Wales, Peace River (North), Polk District Remainder in Polk County, Florida: Digital Terrain Model Derived From 2005 Aircraft Laser Elevation Measurements
| Publish Date: | 2006-08-24 |
|---|---|
| Extent Type: | Discrete |
| Extent Start Date/Time: | 2006-08-24 |
| Source Contribution: |
Unknown | Source Geospatial Form: Model | Type of Source Media: Digital tape media |
Process Steps
Process Step 1
| Description: |
HAMPTON TRACT, JUDY TRACT, LAKE WALES, PEACE RIVER (NORTH) The LiDAR data was acquired using a Leica ALS50 from an altitude of 1,000-meters above ground level to provide an average ground sample distance of 1-meter. The scanner field of view was 44-degrees, and the scan rate was 33-hertz. First and last return data was collected along with the signal return intensity. Two redundant airborne GPS bases stations were utilized during the data acquisition with maximum line-of-sight distance between the base station and aircraft of 20-km. The LiDAR data was reduced using Grafnav (Waypoint Consulting) for GPS post-processing, PosProc (Applanix Crop) for IMU processing, ALS50 Post Processor (LH Systems) to initial LiDAR processing, TerraScan (Terrasolid) for initial point classification, and proprietary Woolpert developed software for refining the point classification and QC. The LAS files contain 4 classifications: 1 = unclassified; 2 = ground; 9 = water; and 10 = photogrammetric mass points. The class 1 consists of all points not on the ground. Class 2 consists of bare earth points. Class 9 consists of points within water polygons such as swamps and/or wetlands. Class 10 consists of supplementary mass points that were photogrametrically compiled on points features such as as peaks or pits, and they were created to maintain the accuracy of the DTM. Process Date: 20060125 |
|---|---|
| Process Date/Time: | 2007-01-01 00:00:00 |
Process Step 2
| Description: |
POLK REMAINDER The LiDAR data was acquired using a Leica ALS50 from an average altitude of 3,000-feet above ground level to provide an average ground sample distance of 3.3-feet. The scanner field of view was 44-degrees, and the scan rate was 33-hertz. First and last return data collected along with the signal return intensity. Two redundant airborne GPS bases stations were utilized during the data acquisition with maximum line-of-sight distance between the base station and aircraft of 20-km. The LiDAR data was reduced using Grafnav (Waypoint Consulting) for GPS post-processing, PosProc (Applanix Crop) for IMU processing, ALS50 Post Processor (LH Systems) to initial LiDAR processing, TerraScan (Terrasolid) for initial point classification, and proprietary Woolpert developed software for refining the point classification and QC. The LiDAR data was reviewed in 3D using a digital photogrammetric work station using ADS40 digital stereo imagery. The LiDAR ground points are adjusted, if needed, to fit the ground. Breaklines were added to hydrologically enforce the DTM. The edited LiDAR data and the photogrammetrically compiled breaklines are merged and processed to create the final DTM files. During the production process, LiDAR data gaps between the flight lines were observed. These gaps between flight lines were corrected by adding photogrammetrically compiled mass points. These points are classified as class 10, in the LAS file. In the areas with the compiled masspoints, it may be noted that the masspoints are not as dense the areas with complete LiDAR coverage. The masspoints were compiled at a sufficient density to define the surface to contract specifications. Anomalies were noted in the 2005 Peace River North and Hampton Tract LiDAR data, during the LiDAR QA/QC process for the 2007 Remainder Polk County Project. The 2005 LiDAR datasets for Peace River North (P692) and Hampton Tract (DO19) required additional processing to ensure correct ground points classification. In areas with gaps in the LiDAR coverage, photogrammetrically compiled masspoints were added to the surface data. The LAS files contain 5 classifications: 1 = unclassified; 2 = ground; 9 = water; 10 = photogrammetric masspoints; and 11 = swamp and/or wetlands. The class 1 consists of all points not considered to be ground. Class 2 consists of bare earth (ground) points. Class 9 consists of points within water polygons. Class 11 consists of point within swamps and/or wetlands. Class 10 consists of supplementary mass points that were photogrametrically compiled on points features such as peaks or pits, and LiDAR data gaps. These points were created to maintain the accuracy of the DTM. 3D breaklines were collected at the digital photogrammetric workstation during the LiDAR data review. These breaklines were delineated to insure the DTM is hydrologically correct. Hydrologically Enforced Elevation Data is defined as "Hydro enforced TINS, DEMS, or contours ensure that top surfaces of bridges and culverts are cut by stream breaklines so that computer models will accurately represent drainage flow" per FEMA's Appendix A A.4.10. The breaklines were collected for hydrologically significant features as appropriate to support the development of the generation of 2-foot contours meeting National Map Accuracy Standards. The following breakline features were classified and separated: Closed Water Body Features, Linear Hydrographic Features, Coastal Shorelines, Road Features, Soft Features, Obscured Vegetated Areas, Island Features, Overpasses, and Bridges. Per contract specifications, culverts were not collected as part of this project. Therefore continuity of hydrographic features may not be consistent. For a complete description of survey methods, processing methods, software, system parameters, and accuracy analysis, see the Florida MTS Report of Specific Purpose Survey, SWFWMD MTS Report of DOI Survey, FY2007 Digital LiDAR (L672) (dated 4/8/2008)). |
|---|---|
| Process Date/Time: | 2007-01-01 00:00:00 |
Process Step 3
| Description: |
The NOAA Office for Coastal Management (OCM) received the files in LAS format. The files contained Lidar elevation measurements. The data was in Florida State Plane Projection and NAVD88 vertical datum. OCM performed the following processing to the data to make it available within the Digital Coast Data Access Viewer (DAV): 1. The data were converted from Florida State Plane West coordinates to geographic coordinates. 2. The data were converted from NAVD88 (orthometric) heights to GRS80 (ellipsoid) heights using Geoid 03. 3. The LAS data were sorted by latitude and the headers were updated. |
|---|---|
| Process Date/Time: | 2008-04-28 00:00:00 |
Catalog Details
| Catalog Item ID: | 50027 |
|---|---|
| GUID: | gov.noaa.nmfs.inport:50027 |
| Metadata Record Created By: | Anne Ball |
| Metadata Record Created: | 2017-11-15 15:23+0000 |
| Metadata Record Last Modified By: | SysAdmin InPortAdmin |
| Metadata Record Last Modified: | 2022-08-09 17:11+0000 |
| Metadata Record Published: | 2022-03-16 |
| Owner Org: | OCMP |
| Metadata Publication Status: | Published Externally |
| Do Not Publish?: | N |
| Metadata Last Review Date: | 2022-03-16 |
| Metadata Review Frequency: | 1 Year |
| Metadata Next Review Date: | 2023-03-16 |
